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Supplement (Part B9)

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Bibliographic data

fullscreen: Supplement (Part B9)

Multivolume work

Persistent identifier:
874247535
Title:
Die Königlich Preussische Landes-Triangulation
Sub title:
Abrisse, Koordinaten und Höhen sämmtlicher von der Trigonometrischen Abtheilung der Landesaufnahme bestimmten Punkte
Year of publication:
1903
Place of publication:
Berlin
Publisher of the original:
Im Selbstverlage
Identifier (digital):
874247535
Language:
German
Editor:
Königlich Preußische Landesaufnahme
Document type:
Multivolume work

Volume

Persistent identifier:
875018165
Title:
Regierungsbezirk Merseburg und Herzogtum Anhalt
Sub title:
mit 10 Beilagen
Scope:
VIII, 619 Seiten
Year of publication:
1904
Place of publication:
Berlin
Publisher of the original:
Im Selbstverlage
Identifier (digital):
875018165
Illustration:
Karten
Signature of the source:
Md. 9200(15)
Language:
German
Usage licence:
Public Domain Mark 1.0
Editor:
Königlich Preußische Landesaufnahme
Publisher of the digital copy:
Technische Informationsbibliothek Hannover
Place of publication of the digital copy:
Hannover
Year of publication of the original:
2016
Document type:
Volume
Collection:
Earth sciences

Chapter

Title:
Abrisse.
Document type:
Multivolume work
Structure type:
Chapter

Section

Title:
523. Auleben II. (III. 0.) - [588. Beuditz. (III. 0.)]
Document type:
Multivolume work
Structure type:
Section

Contents

Table of contents

  • 16th ISPRS Congress
  • Supplement (Part B9)
  • Cover
  • Title page
  • [Inhaltsverzeichnis]
  • Commission I [Primary Data Acquisition]
  • MEASURES FOR GEOMETRIC RESOLUTION OF DIGITAL CAMERAS Hans-Peter Bähr
  • CALIBRATION OF THE MEIS MULTISPECTRAL IMAGER R. A. Neville, R. P. Gauthier, J. W. Schwarz, S. M. Till
  • EXPERIMENTAL GPS-SUPPORTED AERIAL TRIANGULATION Egon Dorrer and Christian Schwiertz
  • RELIABILITY OF RADAR IMAGE DATA by G. KONECNY and W. SCHUHR
  • Commission II [Instruments for Data Reduction and Analysis]
  • Commission III [Mathematical Analysis of Data]
  • Commission IV [Cartographic and Data Bank Applications of Photogrammetry and Remote Sensing]
  • Commission V [Other Non-Cartographic Applications of Photogrammetry and Remote Sensing]
  • Commission VI [Economic, Professional and Educational Aspects of Photogrammetry and Remote Sensing]
  • Commission VII [Interpretation of Photographic and Remote Sensing Data]
  • Cover

Full text

) 
Case AIBI 
X y 
ntal)|(vertical) 
  
; 0,007 
  
) 0,008 
  
) 0,009 
  
2 0,011 
  
: 0,012 
  
| 0,017 
  
1 0,024 
  
/ 0,097 
  
  
  
  
lts remain 
1 pixel, we 
s a mean 
e factor is 
he simpler 
>s of 4, the 
bly larger 
Pixel number of 
fx. fy [1/1000 pix] auo Signal area 
1607 
8 Signal area [pix] 
100 7] 100 
FIG. 7: Residuals as a 
function of peri- 
pherical pixels 
9i i +50 involved in the 
DCP 
5 signal number (Table 3) 
2 1 
Peripherical 
30 50 100 Pl 
  
  
  
FIG.7 shows the dependency of residuals after the DCP in function of the number of 
involved peripherical pixels. If we take the pixel size (PS) for "resolution", the 
achieved maximum pointing accuracy (PA) of the digital camera is simply expressed 
by: 
PA PS (8) 
mayo 400 
This is true for signal 1 (750 pixels involved) down to signal 4 (120 pixels involved), 
i.e. independant from the geometrical resolution. The results are tolerable down to 
the threshold, where the number of peripherical pixels is equal to the number of 
pixels involved in the signal area, which is the case for Pp = 12: 
PAmin = 3PAmax for d = 4PS (9) 
Below this value the geometric resolution will not be tolerable any more for pointing 
purposes. 
We have to observe that the results are based on the internal accuracy of the DCP 
and are valid only for the used HITACHI/VTE camera system. The basic results of 
this empirical investigation, however, will be confirmed for digital cameras in 
general. 
3.4 Interpretability from Digitized Aerial Photography 
This again is a standard task in photogrammetry, but difficult to define rigorously, 
in contrast to the pointing accuracy. For testing purposes a conventional aerial 
photo (23 cm x 23 cm, c = 152 mm) was taken, showing the center of the city of 
Karlsruhe / FRG (see FIG.8). In this paragraph the question will be as follows: 
"What is the impact of geometrical resolution on the interpretability of a 
conventional scene for a digital camera?" 
For this purpose the transparency of the photography was registered by the digital 
camera system. The available field of 512 by 512 pixels was matched to the 
peripherical road of Karlsruhe, of 2200 m diameter, with the. castle in the center. 
Hence 1 pixel in the image corresponds to 2200 m/512 - 4.3 m. One has to point out 
that this value does not allow to conserve the resolution of the original image, which 
was determined to be around 40 Lp/mm. This leads to 0,9 m for 1 Lp at the ground, 
which theoretically is an order of magnitude better than 4.3 m pixel size. 
1-69 
 
	        

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